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Plans I z2.o4 sw vue I i msT2b1 - 004(Do 12254 S.W. WESTBURY TERR. , TIGARD, OR 97223 OFFICE COPY .4101 . PROPERTY 1DAMAGE DESCRIPTION OF WORK: CONTRACTOR: GENERAL NOTES: IS o L U T I 0 N S 2850 SW CEDAR HILLS BLVD.SUITE 106 BEAVERTON,OREGON 97005-1354 REPLACE DAMAGED EXTERIOR WALL, CORNERSTONE DISASTER REPAIR, INC. - VERIFY ALL DIMENSIONSCi TAgr:'CHRISTOPHERNESTLERODE E:5 3-341-6801 EM.CHRIS@PDSLLCNW.COM PROVIDE NEW SILL PLATE ANCHOR 5331 SW MACADAM AVE. SUITE 377 AND CONDITIONS, CONTACT BOLTS AND FOUNDATION. REPLACE PORTLAND, OREGON DESIGNER IF THEY VARY DRAWINGS: OCT 17 2019 DAMAGED FLOOR FRAMING AND PHONE: 503.295.0108 FROM THESE DRAWINGS. CITY OF DGARD INTERIOR FINISHES. REPAIR DAMAGED OR CCB #: 159758 A0 - TITLE SHEET 3UILD1 G EliViSION rx N ROOF TRUSSES. contact: JOSH VICKERS - ALL FRAMING MEMBERS TO Al - FLOOR PLAN Q email: joshv@cornerstonerepair.com BE DOUGLAS FIR-LARCH #2 A2 - FOUNDATION PLAN a- I U.N.O. A3 - FOUNDATION ELEVATION & DETAILS cc W U - FRAMING CONNECTORS CD Qg LIABILITY BILITY _ SHALL HAVE ALL THE NAIL i HOLES FILLED AS SPECIFIED he City of Tigard and its Q \ — — — — BY THE MANUFACTURER, employees shall not be 0 W responsible for discrepancies O '' U.N.O. • which may appear herein. D u) N S.W HINDON CT. - ALL NEW AND REPLACED S•W WESTBURY ST. BUILDING CODES: COMPONENTS OF THE BUILDING ENVELOPE SHALL 2017 OREGON RESIDENTIAL SPECIALTY 52.39lh 11 _ — BE INSTALLED WITH PROPER CODE 0) PROPERTY ID: DRAINAGE AND FLASHING O R1428173 PER MANUFACTURERS 8_ MAP/TAXLOT#: o 1— CURRENT WRITTEN O' I _, 2S104BA01300 INSTRUCTIONS AND DETAILS w Z ---.z-,,-, <WW I i IN +;� Mil to i AS REQUIRED BY ORSC E\ EGY CODE CONPLIA\ CE ���� SECTION R703. a\\\ TABLE N1101.2 EXISTING BUILDING COMPONENT REQUIREMENTS 116 bi AREA OFVALIDITY OF PERMIT cn THE ISSUANCE OFA PERMIT WALL INSUL R-15 WORK 50.00 BASED ON CONSTRUCTION — — DOCUMENTS AND OTHER FLAT CLG INSUL R-49 (— DATA SHALL NOT PREVENT VAULTED CLG INSUL> 10 IN. NOMINAL RAFTER DEPTH R-25 W THE CODE OFFICIAL FROM W REQUIRING THE CORRECTION VAULTED CLG INSUL>8 IN. NOMINAL RAFTER DEPTH R-21 I S.W. WALNUT STS LL OF ERRORS.ORSC 105.4 UNDER FLOOR INSUL> 10 IN. NOMINAL JOIST DEPTH R-30 w w ADDITIONAL PEIiI�IIITS REQUIRED UNDER FLOOR INSUL>8 IN. NOMINAL JOIST DEPTH R-25 I— Fire Sprinkler SLAB EDGE PERIMETER INSUL R-15 r— ____ _ Fire Alarm WINDOW CLASS U=0.30 Mec ica — — SKYLIGHT CLASS U=0.60 El ctrical lU brig =' EXTERIOR DOORS U=0.20 i 1 \ SITE PLANTruss Engineering NORTH EXTERIOR DOORS w/>2.5 SF. GLAZE U=0.40 FORCED AIR DUCT INSUL R-8 AO Shop Drawings / SCALE: 1"=40'-0" Other AO NOTES: WALL KEY: r , - EXISTING WALLS PROPERTY CO(N)OPENINGS ARE TO MATCH EXISTING. NEW FRAMED WINDOWS ;D A M AR G E = - REMOVED WALLS MUST MEET EGRESS REQ. SOLUTIONS `- * - INDICATES TEMPERED GLAZING Pili////i///iii/J - REPAIRED WALLS 2850 SW CEDAR HILLS BLVD.SUITE 106 PROVIDE (N)SIDING ON EXT. BEAVERTON,OREGON 97005-1354 ALL NEW EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE ;la - NEW EXTERIOR WALLS CONTACT:CHRISTOPHER STLERODE PHONE:503.341-6801 EM.CHRIS@PDPDSLLCNW.COM A MIN. DF#2 2X4's @ 16"O.C. NET CLEAR OPENING OF 5.7 SQ.FT. NEW INTERIOR WALLS DF#2 2X4's @ 16"O.C. OPENINGS AT GRADE FLOOR MAY HAVE A NET CLEAR OPENING OF 5 5555s„s9xst:555• - REPLACE DAMAGED SILL PLATE SQ.FT. `° - MAX. HEIGHT OF SILL SHALL BE 44 INCHES. 18'-0” 22'-0" IY / - MIN. NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES. / / Q o - MIN. NET CLEAR OPENING WIDTH SHALL BE 20 INCHES. \ I d - WINDOW WELLS-MIN. HORIZONTAL AREA OF THE WELL SHALL BE r WI 9 SQ.FT., WITH A MIN. HORIZONTAL PROJECTION AND WIDTH OF 36 I I W INCHES. ( Ur g ® NEW 2x6 T&G SUBFLOOR TO REPLACE DAMAGED SUBFLOOR. L J REMOVE BACK TO NEAREST BEAM AND NAIL w/16d TO(E)BEAMS. Q S om ® REPLACE DAMAGED 4x8 BEAM BACK TO NEAREST POST. PROVIDE q GARAGE 0 co A NEW 4x6 POST WITH POST SPLICE PER DETAIL 4/A2. Z7.1 I- D cri ® ALL NEW EXTERIOR AND NOTED WALLS TO HAVE Y2"PLYWD. SHT'G Q LI w/8d NAILS © 6" O.C.AT THE EDGES& 12"O.C. IN THE FIELD, BLOCK ALL PLYWD. EDGES TYP. U.N.O. [---- PATIO ® REMOVE ALL EXISTING INTERIOR FINISHES, INTERIOR DOORS, / INSULATION,AND TRIM AND REPLACE WITH NEW MATERIALS TO NMATCH EXISTING MATERIALS U.N.O. t p.) V ® (N)HEADER TO BE 4x10 DF#2 w/(1)CRIPPLE&(2)KING STUDS EA. — / / •i'o o oma END. MASTER BATH T Z F I �� Q . .. tfJ Li; 7® REPLACE EXISTING INSULATION WITH NEW INSULATION PER TABLE FAMILY ROOM o 0 0 MASTER BEDROOM ON SHEET AO. ®CEILING ( - i ® REPLACE EXISTING SIDING WITH NEW SIDING TO MATCH EXISTING. FRAMING II HALL BATH / ® SCREW T&G FLOOR DECKING TO 4X8 BEAMS BELOW AS REQUIRED / TO REMEDY FLOOR SQUEAKING. o + LAUNDR z oM r' 6 DINING �/ '/ Q 10 RE-PLUMB EXISTING POST(AS REQUIRED).ATTACH 16"SQUARE PLYWOOD GUSSET AT FLOOR BEAM TO POST PER 4/A3. ®CEILING 11 D- FRAMINGII CC 11 HOLDOWN ANCHORAGE TO BE SIMPSON'HDU2'w/(6) 1/2"x 2 1/2" / SDS INTO DBL STUD&SIMPSON 'SSTB16'A.B. ANEEDED FOR 0 STAGGER w/(E)SIDI NG —J U- 1�2 EXISTING FLOOR BEAM ROTATED-RE-PLUM BEAM,ADD A35 AT KITCHEN BONUS W BEAM TO RIM. C ®CABINET AS ROOM BEDROOM 3 BEDROOM 2 0 NEEDED FOR < 1�3 (N)6"STEMWALL w/(3)#1 HORIZ. &#4 VERT. DOWEL INTO FTNG w/ FOUND RAPAIR Q STANDARD ALTERNATING HOOKS @ 16"O.C. ON 16"WIDE x 12" \ _ \ Ur THICK FTNG w/#4 CONTINUOUS PER 3/A2. 40'-0" / / (3)#4 DOWEL w/4" EMBED INTO (E)CONC.w/SIMPSON'SET-3G' EPDXY&24" EMBED INTO(N)CONC. ((2)PLACES TOTAL) PER 1/A3. 1 FLOOR PLAN NORTH A 1 SCALE: 1/8"=1'-0" " -� Al NOTES. 0 SCREW T&G FLOOR DECKING TO 4X8 BEAMS BELOW AS REQUIRED r TO REMEDY FLOOR SQUEAKING. 1.41 !PROPERTY 2 NEW 2x6 T&G SUBFLOOR TO REPLACE DAMAGED SUBFLOOR. 10 RE-PLUMB EXISTING POST(AS REQUIRED).ATTACH 16" SQUARE !DAMAGE O OSOLUTIONS �` REMOVE BACK TO NEAREST BEAM AND NAIL w/16d TO(E)BEAMS. PLYWOOD GUSSET AT FLOOR BEAM TO POST PER 4/A3. 2850 SW CEDAR HILLS BLVD.SUITE 106 BEAVERTON,OREGON 97005-1354 REPLACE DAMAGED 4x8 BEAM BACK TO NEAREST POST. PROVIDE 11 HOLDOWN ANCHORAGE TO BE SIMPSON 'HDU2'w/(6) 1/2"x 2 1/2" CONTACT:CHRISTOPHER NESTLERODE A NEW 4x6 POST WITH POST SPLICE PER DETAIL 4/A2. SDS INTO DBL STUD&SIMPSON 'SSTB16'A.B. PHONE.503-341-6801 EM.CHRIS@PDSLLCNW.COM 0 REPLACE EXISTING INSULATION WITH NEW INSULATION PER TABLE g EXISTING FLOOR BEAM ROTATED-RE-PLUM BEAM,ADD A35 AT PROVIDE#4 HORIZ. ON SHEET AO. BEAM TO RIM. @ TOP&BOTT.OF (N)6"STEMWALL w/(3)#4 HORIZ. &#4 VERT. DOWEL INTO FTNG w/ N 13 STEM WALL&@12" O.C.MIN. STANDARD ALTERNATING HOOKS @ 16"O.C. ON 16"WIDE x 12" 4"LONG Y4'0THICK FTNG w/#4 CONTINUOUS PER 3/A2. Q ° 2 SCREW @ 6"o.c. a a' o A3 I , (N)T&G TO MATCH PROVIDE#4 HORIZ.@ (3)#4 DOWEL w/4"EMBED INTO(E)CONC.w/SIMPSON 'SET-3G' CL P. 1� TOP&BOTT.OF STEM EPDXY&24" EMBED INTO (N)CONC. ((2)PLACES TOTAL) PER 1/A3. w // EXISTING WALL&@ 12"O.C.MIN. W a 8d @ 6"o.c.MAX.INTO(N) �_ �. Q E SILL PLATE(MATCH ,= 1 \ ',�'- l> P.T. i EXISTING IF TIGHTER) (N) 2X6 SILL PLATE w/ Q 4 ii EXISTING UNDAMAGED co I a IE GRADE ° L. ANCHOR BOLTS w/TYP GRADE °1-4 ° O co w \ 3x3 PLATE WASHERS 18'-0" 22'-0" 3 (NOTCH 2x AS MINIMALLY 3" / )' / I—�4 /� AS POSSIBLE PER 2/A2) a Q 6 61 a 6"' \ BIZ ' d X. a ;�J #4 VERT.DOWL INTO Z_ 1 / ;� '`� a� (N)FTG. ., a _ FTNG w/STANDARD , PER PLAN (N)FTG. o ALTERNATING 1 ° a o PER PLAN ---- I HOOKS @ 16"O.C. =° 4- = \ — J.. — •' \ 1 -A-- -T \ 1 e0 Li 3,, a 3 \ \t� >3" a 3., \ HATCH �� o / / / / (2)#4 CONT. / / / / INDICATES --1 `°>o (N)T&G TO 9 AS o m 1'-4" 1'-4" REQ'D z 7 r_ / / / MATCH (E) y �h� <� (E)4x8 �_ F-a m w oo�� 3 SILL PLATE REPAIR DETAIL � 0 m ' �12 EA2 SCALE: 1"= 1'-0" (14 13 0 10 10 N)4x6 POST g AS J Lei! 3 ,(N) �( REQ'D 8d @ 6"o.c.OR MATCH(E)IF _ U'< A2 F 4x8 �- (E)4x8 10 10, o 0 J _. —. CD TIGHTER, INTO(N)BEAM.VERIFY c' QIQ 3 I OR PROVIDE @(E)BEAM (E)T&G ui w 11 (E)4x$ 1 d j (74-- --0. 10 1)- f Z Z A3 �® ��� '1 _ 0 (N)T&G TO MATCH BEAM PER PLAN \"` F-- EXISTING Q a ,--.> Q. r Z '/ POST PER PLAN J 0 LLI \ \ 40'-0" / / BEAM DETAIL NORTH 1 FOUNDATION PLAN QiiC-4-\ 2 / SCALE: 1"= 1'-0" A2 SCALE: 1/8"=1'-0" A2 I1. DETAILS SHOWN APPLY WHEN THERE IS A FULL PERIMETER FNDTN WALL SIDING TO MATCH — � PRUPERTY SPLICE POST 4' OR LESS 2. THIS IS AN ACCEPTABLE PRACTICE PERTAINING TO SECTIONS R407.3 EXISTING D A M A G E SOLUTIONS - — AND R502.9. 2853. DETAILS ARE FOR POSTS LESS THAN 48"IN HEIGHT AND ARE EXEMPT BE EW CEDAR OREGONILLS 9.00 -1E 154 06 GUSSET ONE - / (N)2x6 PT SILL PLATE � %�'✓��U����i�/�/���/�G/,'� BEAVERTON,OREGON 97005-1354 SIDE ONLY FROM BOTTOM END LATERAL BRACING. w/(E)ANCHOR BOLT 5 CONTACT:CHRISTOPHER NESTLERODE WIDTH OF POST. CONNECTORS: SPACED 4'-0"O.C.,w/ - 1 f PHONE:503.341-6801 EM.CHRIS@PDSLLCNW.COM 1. QUANTITY AS SHOWN ON DETAILS (N)3"x 3"x 1/4"PLATE 11.1 2. GUSSET PLATE: 1/2 INCH STRUCTURAL SHEATHING WASHERS. 1 OR 1x4 INCH NOMINAL WOOD LUMBER MINIMUM L OR 16 GAGE(0.0598 INCH)STEEL PLATE MINIMUM. GRADE M $1lE Q. d 3. NAILS: 8d FOR 1/2 INCH STRUCTURAL SHEATHING OR lx(VARIES) (N)FOUNDATION - - EQ. ! LESS THAN 4', NOMINAL MATERIAL Q 10d FOR 2x(VARIES) NOMINAL MATERIAL AND LARGER. PROVIDE 6 MIL. ° NAIL&SCREW PENETRATION END OR EDGE DISTANCE POLY.VAPORL D- FULL DEPTH 8d NAILS,#8 SCREWS= 1-1/2" 3/4" BARRIER(BLACK) LLJ 6 GUSSET BOTH 'e 10d NAILS,#10 SCREWS= 1-5/8" 13/16" FASTEN TO SILL. SIDES @ SPLICES 4. WOOD SCREWS, STAPLES-ACCEPTED ALTERNATE. w a FULL POST WIDTH EXCEPTION: GIRDERS&POSTS SUPPORTING EXTERIOR DECKS NOTL Q W EXCEEDING 18" INCHES (457 mm)IN HEIGHT ARE NOT REQUIRED TO BE y LATERALLY BRACED OR HAVE GUSSETS AT POST AND GIRDER Q S CONNECTIONS. (SEE SECTION R507) 0 ,92 4 POSITIVE POST TO BEAM CONNECTION DETAIL 3 FTG. POCKET DETAIL CA3 SCALE: NOT TO SCALE A3 SCALE: 1"= 1' 0" Q N N 15-6" / / (N) FRAMING 'V -r„ (N) HEADER (N) FRAMING PER PLAN -z-,:,„ LU L1J F-¢mw oo�co (N)(1) KING STUDS& (2)CRIPPLE STUDS EA.SIDE (N)ANCHOR BOLTS 12"FROM EDGE OF (N)CONC. °6 SEE DETAIL 2/A3 FOR ADD. INFO. Z I'-0 / 0 (N)VERT REBAR w/STD. 17 1'-0" MIN. 1'-0" MIN. / 2'-8"o.c. / 1'-0"MIN. / 1'-0" MIN. / ALTERNATING HOOKS @ 16"O.C. Q / �; as is— . - — _`j, - EPDXY. LAP OWELS 24"SET-3G W Q ® I ® I ® / 2' 0" / I (SPECIAL INSPECTION REQ.) O W y-0> EISTING I- 0 _ EXISTING \-- EXISTING EXISTING / 1 Q ITFOUNDATIO REPLACED (E)A.B.TO FOUNDATION I FOUNDATION FOUNDATION 0 FOUNDATION REMAIN (N)HORZ REBAR TOP&BOTT. Z SEE DETAIL 3/A2 FOR ADD. INFO. D 0 2\ SILL PLATE REPAIR DETAIL PLAN VIEW CA3 SCALE: 1"= 1'_o" 1 FOUNDATION REPAIR ELEVATION A3 SCALE: 1/4"= 1'-0" A3 /225-4/ cSiy wes 7 B(f Tie /2267:20/,- dD4/G 7 6.-0- 1/2" PLY. / 3'-6" 3'-6" 3' 6" 3�0" �4'=6 -6"/ 1' PROPERTYa (N)2x4 (1)SIDEOF / 4 DAMAGE lilies DAMAGED TRUSS. ,:� ���� SHEATH TRUSS � .. '- SOLUTIONS �j I IA4 /. `,���®1' w/ 1/2" PLY 2C! 2850 SW CEDAR HILLS BLVD. 106 BEAVETON OREGON 97005-1354 �' SIMPSON 'SDS' PER PLAN,P,;� ® •' .\. � � CONTACT:CHRISTOPHER NESTLERODE I el\--701; 7•;?,z “"y PHONE:503-341-6801 EM.CHRIS@PDSLLCNW.COM (E)2x4 TRUSS FRAMING /\• ;' CRP�CK / .01 4,4 / ..,„,,,,,f, ( S Ilk 00_ ED TRUSS REPAIR DTLSCALE: 1 1/2" = 1'-0” FRAMING 3 0 / 4'-0" / - ` CL o • MEMBERS 2x4 A4 W rn N-- [t � ROOF FRAMING NOTES: o • E 4 j� - N Q H 1- O5 G r 0 RE-PLUMB GABLE END WALL. Q :•: (N)2x4 (1 SIDE) OF (E) MEMBER z u) ® RE-PLUMB ROOF TRUSSES AS REQUIRED WITHIN 12-FT OF GABLE •� w/ FASTENERS PER PLANS O O '' END WALL. iI- § ® RE-CONNECT BOTTOM CHORD TRUSS BRACING TO RE-BUILT \ z ' \ a \ e LU Q A BALLOON-FRAMED WALL BELOW. / 30'-0" J, 36'-0" ® SISTER 2x4 EACH SIDE OF BOTTOM CHORD AT CRACKING / / (SURROUNDING EXISTING KNOT)AS REQUIRED TO TRANSFER / 2 TRUSS REPAIR SECTION TRUSS BOTTOM CHORD'S TENSILE FORCE, PER DTL.4/A4. A4 SCALE: 1/4"=1'-0" \ �Yo 1 1/2" PLYWOOD :�:�� PROVIDE (6) 16d NAILS EA. I z°' • imag ,��;.� SIDE DAMAGED MEMBER, a o ,��# AVOID (E)GUSSET PLATES I I I I I o o ,•••••••001. 4 / 11 .i 2x4 DF# •N : 'CKSIDE 0 11 ii ill A4 i�ji�� OF TRUSS SI 'SON © i'; TYP. i1�� SDS25312' Z S#' (E)CRACK - t 1 ©0 I I� U #•vo,,,, (E)CRACK SIMPSON 0 SII flQ �� � `SDS25312' <c 1 1/4" 1 1/4" (16)TOTAL 2x4 DF#2 ON W 1�1�� 6" 1'-p PER TRUSS FTRUUSS SIDE OF 1 1 1 1 1 1 1 1 1 1 (� IY /►��i� - / 01O� r�� Weir . . D / \ '444-Adbte ale A4 - / 40'-0" 3CENLRGD REPAIR ROOF FRAMING PLAN A4 SCALE: 3/4"=1'-0" \A4� SCALE: 1/8"=1'-O" ° /1 1/2" PLY. s'-o" OFFICE COPY � - - _ _ / 3'-6" / 3'-6" ), 3'-6" �3�0" / '` ,1'-6" DAMAGE (N)2x4 (1)SIDE OF - �' ����v DAMAGED TRUSS. ,.:. 14140,41„ ��� SHEATH TRUSS u ; SOLUTIONS' „ 2850 SW CEDAR HILLS BLVD.SUITE 106 �. ► 14� � w/ 1/2 PLY 1:7,;.:II„ > / . /®a EIEAVERTON,OREGON97005 1354�,�is�= SIMPSON 'SDS' PER PLAN ®� /\. . tCONTACTCHRISTOPHER NESTLERODE_��� \ 2 ZpPHONE:503-341.6801 EM.CHRIS@PDSLLCNW.COM i /(E)2x4 TRUSS FRAMING / /\ „ CRP,CK / �/iii \. j/. . \� ,igigftiiiiiiiiiiiiiiii. v ` (4\ TRUSS REPAIR DTL 2.0. - _ SCALE: 1 1/2" = 1' 0" = ALL TRUSS © 0 4, 0, _ 0` � Q o A4 FRAMING / / a ET MEMBERS 2x4 A4 W cl rY ROOF FRAMING NOTES: o Wuj O N Q r I� N � r-. O ;_ 10 RE-PLUMB GABLE END WALL. 0 12 O RE-PLUMB ROOF TRUSSES AS REQUIRED WITHIN 12-FT OF GABLE (N)2x4(1 SIDE)OF (E) MEMBER z0 O '' END WALL. w/FASTENERS PER PLANS 2 5 D ui ® RE-CONNECT BOTTOM CHORD TRUSS BRACING TO RE-BUILT \ 1\ l` a \ 4 Q N BALLOON-FRAMED WALL BELOW. / 30'-0" City of/Tigard a ® SISTER 2x4 EACH SIDE OF BOTTOM CHORD AT CRACKING / 36'-O" Approved Plans 11 TR SS BOTTOM CHORID'S TENSILE FORCE, PER DTL.44//A4. 2 TRUSS REPAIR SECTION 1'--- -- Date l �U Z1 �1.f S1rJ \411.4buf / � � � ' a-C . A4 SCALE: 1/4"=1' 0" \ f 0, -mo r�ncT �1 fro '""�t d` �� ����� 1/2" PLYWOOD ����i' PROVIDE (6) 16d NAILS EA. -z°' ��Q.� SIDE DAMAGED MEMBER, w m W ����'��� AVOID (E)GUSSET PLATES I `� 4 ,.:.�0�ii 2x4 DF#2 *N : •CKSIDE A4 /4"1"/ OF TRUSS SI 'SON. © Z ��i SDS25312' Q #*## . . (E)CRACK• o ©10I I U S CC v����. E CRACK ,1����� ( SIMPSON © Q ��� • 'SDS25312' a lt,40 e 1 1/4" 1 1/4" 2x4 DF#2 ON i" (16)TOTAL W Alt* 6' '. 1'_o” PER TRUSS FRONT SIDE OF I I ct A����� TRUSS / 4 ,-- wa 44.....44 alle A440'-0" / / ( 3 \ ENLRGD REPAIR 1 ROOF FRAMING PLAN yk,4SCALE: 3/4 -1 -0" A4 SCALE: 1/8"=1'-0" ( A4 /